JPH04303385A - Overload preventing device - Google Patents

Overload preventing device

Info

Publication number
JPH04303385A
JPH04303385A JP8989091A JP8989091A JPH04303385A JP H04303385 A JPH04303385 A JP H04303385A JP 8989091 A JP8989091 A JP 8989091A JP 8989091 A JP8989091 A JP 8989091A JP H04303385 A JPH04303385 A JP H04303385A
Authority
JP
Japan
Prior art keywords
load
mast
ground
prevention device
overload prevention
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP8989091A
Other languages
Japanese (ja)
Inventor
Kenju Fujita
健樹 藤田
Masabumi Takahashi
正文 高橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Construction Machinery Co Ltd
Original Assignee
Hitachi Construction Machinery Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Construction Machinery Co Ltd filed Critical Hitachi Construction Machinery Co Ltd
Priority to JP8989091A priority Critical patent/JPH04303385A/en
Publication of JPH04303385A publication Critical patent/JPH04303385A/en
Pending legal-status Critical Current

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  • Control And Safety Of Cranes (AREA)
  • Jib Cranes (AREA)

Abstract

PURPOSE:To provide an overload preventing device having an adjusting device which can safely and easily carry out adjustment of a set load on the ground in a crane having the overload preventing device is installed on a swivel at the top of an extendible mast. CONSTITUTION:A crane has such a structure that the length of a mast 3 is increased by adding sub-masts 3a in accordance with the height of a building. An overload preventing device 11 is set on a swivel 4 which is positioned at the top of the mast 3. A wind-up rope 9 is suspended from a jib 5 attached to the swivel 4 so as to carry out a material handling work between the building on the ground and the latter. There are provided on the ground a load indicator 16 and means 24, 26 of adjusting the zero point of a specific load, for the overload preventing device 11. The means 24, 36, the load indicator 16 and the overload preventing device 11 are connected to each other by a remote control cable 18.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、構築物の構築高さに応
じて分割マストを継足すことによりマスト長を増大させ
る構造を有し、マストの頂部に旋回体を位置させ、該旋
回体に過負荷防止装置を備え、該旋回体に取付けたジブ
より巻上ロープを吊下げて地上構築物と地上との間の荷
役作業を行なうクライミングクレーンやジブクレーンに
おいて、過負荷防止装置に設定された定格荷重を調整す
る装置に関する。
[Industrial Application Field] The present invention has a structure in which the length of the mast is increased by adding split masts according to the construction height of the structure, and a rotating body is located at the top of the mast. The rated load set on the overload prevention device for climbing cranes and jib cranes that are equipped with an overload prevention device and perform cargo handling operations between above-ground structures and the ground by suspending hoisting ropes from the jib attached to the revolving structure. This invention relates to a device for adjusting.

【0002】0002

【従来の技術】図4は従来の鉄塔建設用クライミングク
レーンを示す側面図、図5はその建設作業初期のクレー
ン自立状態を示す側面図である。クライミングクレーン
は、まず鉄塔1の基礎部1aを構築した後、この基礎部
1aに支持させて油圧シリンダを含むマストせり上げ装
置2を組立て、数本の分割マスト3aを継足してなるマ
スト3の頂部に旋回体4を位置させ、該旋回体4には、
起伏自在に取付けたジブ5と、ジブ5の支持ロープ7を
掛けるシーブブロックを有する支持フレーム6と、該支
持ロープ7を巻取り繰り出しするウインチ8と、巻上ロ
ープ9用ウインチ10とを設置する。また、該旋回体4
上には過負荷防止装置を設置する。
2. Description of the Related Art FIG. 4 is a side view showing a conventional climbing crane for constructing steel towers, and FIG. 5 is a side view showing the crane in a self-sustaining state at the initial stage of construction work. The climbing crane first constructs the base part 1a of the steel tower 1, and then assembles the mast lifting device 2 including a hydraulic cylinder supported by the base part 1a. A revolving body 4 is located at the top, and the revolving body 4 includes:
A support frame 6 having a sheave block on which a jib 5 is attached to be able to rise and fall freely, a winch 8 for winding up and letting out the support rope 7, and a winch 10 for the hoisting rope 9 are installed. . Moreover, the rotating body 4
An overload prevention device will be installed above.

【0003】このクライミングクレーンは、地上からの
遠隔操縦により作業を行なう。そして、鉄塔1の建設の
進行に伴ない、マストせり上げ装置2において、クレー
ン全体を1本の分割マスト3a分押し上げ、新たな分割
マスト3aをマスト3の下に挿入して継足すという作業
を繰り返すことにより、鉄塔1の構築高さに応じてマス
ト3の高さを大にしながら作業を行なう。そして最終的
にはマスト3の高さHは150m〜160mにも及ぶ。
[0003] This climbing crane performs work by remote control from the ground. As the construction of the steel tower 1 progresses, the mast lifting device 2 performs the work of lifting the entire crane by one segmented mast 3a and inserting a new segmented mast 3a under the mast 3. By repeating the process, the height of the mast 3 is increased according to the height of the steel tower 1. Finally, the height H of the mast 3 reaches 150 m to 160 m.

【0004】このようなクライミングクレーンにおいて
、過負荷防止装置における定格荷重は図6の実線で示す
定格荷重曲線aに示すように設定される。この設定は、
図6に示すマスト3の自立完了状態において行なわれる
In such a climbing crane, the rated load of the overload prevention device is set as shown in the rated load curve a shown by the solid line in FIG. This setting is
This is carried out when the mast 3 is in the self-supporting state shown in FIG.

【0005】[0005]

【発明が解決しようとする課題】上述した従来のクライ
ミングクレーンにおいて、鉄塔組立終了時には、揚程が
前述のように150m〜160mと非常に大となり、巻
上ロープ9の重量分だけ吊荷重が低減することになる。 これを図6の定格荷重曲線aにより説明すると、W1は
マスト3の高さが最高になったときの巻上ロープ9の荷
重であり、具体的には、最大荷重が例えば2.8tのク
レーンにおいて、巻上ロープ9の荷重は0.2t程度に
もなり、吊上げ可能な荷重は定格荷重曲線aに示される
荷重から前記巻上ロープ9の重量を減じた値W2となる
[Problems to be Solved by the Invention] In the above-mentioned conventional climbing crane, when the tower is assembled, the lifting height becomes extremely large, 150 m to 160 m, as described above, and the hanging load is reduced by the weight of the hoisting rope 9. It turns out. To explain this using the rated load curve a in Fig. 6, W1 is the load on the hoisting rope 9 when the height of the mast 3 is at its maximum. In this case, the load on the hoisting rope 9 is about 0.2 t, and the load that can be lifted is a value W2 obtained by subtracting the weight of the hoisting rope 9 from the load shown in the rated load curve a.

【0006】このように、鉄塔1の組立終了時には、巻
上ロープ9の重量分が荷重としてクレーンにかかってく
るので、吊上可能な荷重が低減する。その結果、組立終
了前に吊る大重量の腕金1bが吊れない場合があり、旋
回体4に設置されている過負荷防止装置の設定荷重を巻
上ロープ9の荷重分調整する必要がある。従来はこの調
整を作業員が旋回体4に登って行なっていたが、高所で
あるため、作業員の負担が大きくかつ危険であるという
問題点があった。
[0006] As described above, when the steel tower 1 is assembled, the weight of the hoisting rope 9 is applied to the crane as a load, so that the load that can be lifted is reduced. As a result, the heavy lifting arm 1b may not be able to be hung before the assembly is completed, and it is necessary to adjust the set load of the overload prevention device installed on the revolving body 4 by the load of the hoisting rope 9. Conventionally, this adjustment was carried out by a worker climbing on the revolving structure 4, but since it was located at a high place, there were problems in that it was a heavy burden on the worker and was dangerous.

【0007】本発明は、このような問題点に鑑み、過負
荷防止装置が継足し式マスト頂部の旋回体に設置される
クレーンにおいて、設定荷重の調整作業が地上で容易か
つ安全に行なえる調整装置を有する過負荷防止装置を提
供することを目的とする。
In view of these problems, the present invention provides an adjustment work that allows the adjustment of the set load to be easily and safely carried out on the ground in a crane in which an overload prevention device is installed on a revolving body at the top of the attached mast. An object of the present invention is to provide an overload prevention device having a device.

【0008】[0008]

【課題を解決するための手段】本発明は、上記目的を達
成するため、構築物の構築高さに応じて分割マストを継
足すことによりマスト長を増大させる構造を有し、マス
トの頂部に旋回体を位置させ、該旋回体に過負荷防止装
置を備え、該旋回体に取付けたジブより巻上ロープを吊
下げて地上構築物と地上との間の荷役作業を行なうクレ
ーンにおいて、地上側に前記過負荷防止装置の荷重表示
器と定格荷重のゼロ点調整手段とを備え、該ゼロ点調整
手段および荷重表示器と前記過負荷防止装置との間を遠
隔操作用ケーブルにより接続したことを特徴とする。
[Means for Solving the Problems] In order to achieve the above object, the present invention has a structure in which the length of the mast is increased by adding split masts according to the construction height of the structure, and the top of the mast has a pivotable structure. In a crane that performs cargo handling work between an above-ground structure and the ground by suspending a hoisting rope from a jib attached to the revolving body, the revolving body is equipped with an overload prevention device. It is characterized by comprising a load indicator of an overload prevention device and a zero point adjustment means for rated load, and a remote control cable connects the zero point adjustment means and load indicator to the overload prevention device. do.

【0009】[0009]

【作用】本発明の過負荷防止装置は、上記構造を有する
ので、マストから巻上ロープをフックが地上に着地する
まで巻下げ、そのときの地上の荷重表示器がゼロを表示
するようにゼロ点調整手段を操作することにより、過負
荷防止装置の設定荷重のゼロ点が変えられ、巻上可能な
設定荷重が巻上ロープ分を除いたものに調整される。
[Operation] Since the overload prevention device of the present invention has the above structure, the hoisting rope is lowered from the mast until the hook lands on the ground, and the load indicator on the ground at that time shows zero. By operating the point adjustment means, the zero point of the set load of the overload prevention device is changed, and the set load that can be hoisted is adjusted to the one excluding the amount of the hoisting rope.

【0010】0010

【実施例】図1は本発明による過負荷防止装置の一実施
例を示すブロック図である。図1において、11は過負
荷防止装置であり、ジブ角度検出器12の出力信号から
図5に示した曲線により表わされるジブ角度に対応する
定格荷重を得、その定格荷重と荷重検出器13(該荷重
検出器は、巻上ロープ9の終端とジブ5との間に設けら
れるロードセルからなる)により検出される実荷重とを
比較し、実荷重が定格荷重を越えると、荷重が増大する
方向の動作(ウインチ8をジブ5が倒れる方向に作動さ
せること、ならびにウインチ10を巻上方向に作動させ
ること)が停止されるように、これらのウインチ8、1
0の停止リレー14を制御するものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a block diagram showing an embodiment of an overload prevention device according to the present invention. In FIG. 1, reference numeral 11 denotes an overload prevention device, which obtains the rated load corresponding to the jib angle represented by the curve shown in FIG. The load detector compares the actual load detected by a load cell installed between the end of the hoisting rope 9 and the jib 5, and if the actual load exceeds the rated load, it indicates the direction in which the load will increase. These winches 8 and 1 are operated so that the operations of the winches 8 and 1 (operating the winch 8 in the direction in which the jib 5 falls and operating the winch 10 in the hoisting direction) are stopped.
This is to control the stop relay 14 of 0.

【0011】15は前記過負荷防止装置11の定格荷重
のゼロ点を調整するために地上に備えられる地上ユニッ
トであり、該地上ユニット15は、ゼロ点調整用荷重表
示器16と、その表示値を調整して過負荷防止装置11
の設定荷重のゼロ点を変える較正ダイヤル17とを有す
る。18は操作ユニット15と過負荷防止装置11との
間に、マスト3に沿って垂下される信号ケーブルである
。19は信号ケーブル18の電気抵抗による電圧低下に
よって信号の誤差が生じることを防止するため、電圧信
号を電流信号またはその逆に変換し、信号ケーブル18
には電流の形で信号が伝達されるようにするための電圧
電流変換器である。
Reference numeral 15 denotes a ground unit provided on the ground to adjust the zero point of the rated load of the overload prevention device 11, and the ground unit 15 includes a zero point adjustment load indicator 16 and a display value thereof. Adjust the overload prevention device 11
and a calibration dial 17 for changing the zero point of the set load. A signal cable 18 is suspended along the mast 3 between the operating unit 15 and the overload prevention device 11. 19 converts a voltage signal into a current signal or vice versa in order to prevent a signal error from occurring due to a voltage drop due to the electrical resistance of the signal cable 18.
is a voltage-to-current converter that allows signals to be transmitted in the form of current.

【0012】図2は本発明のゼロ点調整装置の具体例を
示す回路図であり、図中、20は前記荷重検出器13か
らの低域通過フィルタ21を通過した荷重信号を後続処
理回路のための信号に増幅する演算増幅器であり、該演
算増幅器20は内部ゼロ点調整用の可変抵抗22と、ス
パン調整用の可変抵抗23とを備えると共に、演算増幅
器20の出力、すなわち実荷重信号をケーブル18(前
記電圧電流変換器19の図示を省略している)を介して
地上の荷重表示器16に表示される回路と、地上の荷重
のゼロ点調整用較正ダイヤル17付き可変抵抗24に演
算増幅器20の入力部をケーブル18を介して接続する
回路を有する。
FIG. 2 is a circuit diagram showing a specific example of the zero point adjustment device of the present invention, and in the figure, reference numeral 20 indicates a load signal passed through a low-pass filter 21 from the load detector 13 to a subsequent processing circuit. The operational amplifier 20 is equipped with a variable resistor 22 for internal zero point adjustment and a variable resistor 23 for span adjustment, and also amplifies the output of the operational amplifier 20, that is, the actual load signal. Calculations are made between the circuit displayed on the load display 16 on the ground via the cable 18 (the voltage-current converter 19 is not shown) and the variable resistor 24 with the calibration dial 17 for adjusting the zero point of the load on the ground. It has a circuit that connects the input section of the amplifier 20 via a cable 18.

【0013】この装置を介してゼロ点調整を行なう場合
は、作業者が地上において、前記巻上ロープ9の下端の
フック25を地面に接触させた状態において、荷重表示
器16の表示値を見ながら、その表示値がゼロになるよ
うに較正ダイヤル17により可変抵抗24を調整する。 これにより、地上におけるゼロ点調整が可能となる。こ
の調整により、演算増幅器20の出力信号は、ジブ5の
頂部から地上までの巻上ロープ9の重量を減じたものと
なり、荷そのものの荷重信号が出力されることになる。 その結果、継足されるマストの高さに拘りなく、定格荷
重として設定された荷重が吊上げ可能となる。これを図
6で説明すると、定格荷重曲線の荷重のゼロレベルが0
から0’に移行し、定格荷重曲線は点線bに示す通りに
なり、巻上ロープ9の重量分がゼロにである場合と同様
の荷重が吊上げ可能となる。
When performing zero point adjustment using this device, the worker stands on the ground and watches the value displayed on the load indicator 16 while keeping the hook 25 at the lower end of the hoisting rope 9 in contact with the ground. Meanwhile, the variable resistor 24 is adjusted using the calibration dial 17 so that the displayed value becomes zero. This allows zero point adjustment on the ground. With this adjustment, the output signal of the operational amplifier 20 becomes one obtained by subtracting the weight of the hoisting rope 9 from the top of the jib 5 to the ground, and the load signal of the load itself is output. As a result, the load set as the rated load can be lifted regardless of the height of the mast to be added. To explain this using Figure 6, the zero level of the load on the rated load curve is 0.
0', the rated load curve becomes as shown by the dotted line b, and the same load can be lifted as when the weight of the hoisting rope 9 is zero.

【0014】図3はゼロ点調整のための他の回路構成例
を示すもので、前記旋回体4上に過負荷防止装置11に
付帯して、前記ゼロ点調整用可変抵抗24を有する上部
装置30を設置し、該可変抵抗24は上部装置30に取
付けたつまみ34によって調整可能にすると共に、地上
から遠隔操作される直流モータ32と、減速機33とを
介して調整されるように構成し、前記直流モータ32に
は、地上に設置した直流電源35と、その極性切換え機
能を有する操作スイッチ36と、ケーブル18を介して
通電され作動し、操作スイッチ36がいずれかの極性側
に操作されている間は作動して可変抵抗24を調整する
ようにしたもので、作業者は前記荷重表示器16の表示
値を見ながら操作スイッチ36を操作することにより、
ゼロ点調整が可能となる。
FIG. 3 shows another example of a circuit configuration for zero point adjustment. 30 is installed, and the variable resistor 24 can be adjusted by a knob 34 attached to the upper device 30, and is configured to be adjusted via a DC motor 32 and a speed reducer 33 that are remotely controlled from the ground. The DC motor 32 is energized and operated via a DC power supply 35 installed on the ground, an operation switch 36 having a polarity switching function, and a cable 18, and when the operation switch 36 is operated to either polarity side. The variable resistor 24 is operated while the load indicator 16 is being loaded, and the operator operates the operation switch 36 while looking at the value displayed on the load display 16.
Zero point adjustment becomes possible.

【0015】本発明は、マストをせり上げながら高くし
ていく方式のクレーンのみなず、クレーンにより分割マ
ストを上方から継足しながら構築していく方式のものに
も適用できる。
The present invention can be applied not only to cranes that raise the height of the mast, but also to cranes that construct masts by connecting them from above using a crane.

【0016】[0016]

【発明の効果】本発明によれば、地上側に前記過負荷防
止装置の荷重表示器と定格荷重のゼロ点調整手段を備え
、該調整手段および荷重表示器と前記過負荷防止装置と
の間を遠隔操作用ケーブルにより接続したので、作業者
はマストに登ることなく定格荷重のゼロ点調整が行なえ
、調整が著しく容易になると共に、マストに登るための
時間が削減され、作業能率が向上し、作業の安全性が向
上する。
According to the present invention, a load indicator of the overload prevention device and a zero point adjustment means for the rated load are provided on the ground side, and a gap between the adjustment means and the load indicator and the overload prevention device is provided. Since it is connected via a remote control cable, the operator can zero-adjust the rated load without having to climb the mast, which greatly facilitates adjustment, reduces the time required to climb the mast, and improves work efficiency. , improving work safety.

【図面の簡単な説明】[Brief explanation of drawings]

【図1】本発明による過負荷防止装置の一実施例を示す
ブロック図である。
FIG. 1 is a block diagram showing an embodiment of an overload prevention device according to the present invention.

【図2】該実施例の定格荷重のゼ点調整用具体的回路例
を示す回路図である。
FIG. 2 is a circuit diagram showing a specific example of a circuit for adjusting the zero point of the rated load in the embodiment.

【図3】本発明の他の回路例を示す回路図である。FIG. 3 is a circuit diagram showing another example of the circuit of the present invention.

【図4】本発明の対象となるクレーンの一例を示す側面
図である。
FIG. 4 is a side view showing an example of a crane to which the present invention is applied.

【図5】図4のクレーンの組立初期における状態を示す
側面図である。
5 is a side view showing a state of the crane of FIG. 4 at an initial stage of assembly; FIG.

【図6】本発明において対象となるクレーンの定格荷重
曲線図である。
FIG. 6 is a rated load curve diagram of a crane that is a target of the present invention.

【符号の説明】[Explanation of symbols]

1  鉄塔 2  マストせり上げ装置 3  マスト 3a  分割マスト 4  旋回体 5  ジブ 7  ジブ支持ロープ 8、10  ウインチ 9  巻上ロープ 11  過負荷防止装置 12  ジブ角度検出器 13  荷重検出器 14  停止リレー 15  地上ユニット 16  荷重表示器 17  較正ダイヤル 18  ケーブル 19  電圧電流変換器 20  演算増幅器 21  フィルタ 22  内部ゼロ点調整用可変抵抗 23  スパン調整用可変抵抗 24  ゼロ点調整用可変抵抗 32  直流モータ 33  減速機 34  つまみ 35  直流電源 36  操作スイッチ 1 Steel tower 2 Mast lifting device 3 Mast 3a Split mast 4 Swivel body 5 Jib 7 Jib support rope 8, 10 Winch 9 Hoisting rope 11 Overload prevention device 12 Jib angle detector 13 Load detector 14 Stop relay 15 Ground unit 16 Load indicator 17 Calibration dial 18 Cable 19 Voltage current converter 20 Operational amplifier 21 Filter 22 Variable resistance for internal zero point adjustment 23 Variable resistance for span adjustment 24 Variable resistance for zero point adjustment 32 DC motor 33 Reducer 34 Knob 35 DC power supply 36 Operation switch

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】構築物の構築高さに応じて分割マストを継
足すことによりマスト長を増大させる構造を有し、マス
トの頂部に旋回体を位置させ、該旋回体に過負荷防止装
置を備え、該旋回体に取付けたジブより巻上ロープを吊
下げて地上構築物と地上との間の荷役作業を行なうクレ
ーンにおいて、地上側に前記過負荷防止装置の荷重表示
器と定格荷重のゼロ点調整手段とを備え、該ゼロ点調整
手段および荷重表示器と前記過負荷防止装置との間を遠
隔操作用ケーブルにより接続したことを特徴とする過負
荷防止装置。
Claim 1: The mast has a structure in which the length of the mast is increased by adding split masts according to the construction height of the structure, a rotating body is located at the top of the mast, and the rotating body is equipped with an overload prevention device. In a crane that performs cargo handling work between an above-ground structure and the ground by suspending a hoisting rope from a jib attached to the revolving structure, a load indicator of the overload prevention device and a zero point adjustment of the rated load are provided on the ground side. 1. An overload prevention device comprising: a remote control cable that connects the zero point adjustment means and load indicator to the overload prevention device.
JP8989091A 1991-03-28 1991-03-28 Overload preventing device Pending JPH04303385A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8989091A JPH04303385A (en) 1991-03-28 1991-03-28 Overload preventing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8989091A JPH04303385A (en) 1991-03-28 1991-03-28 Overload preventing device

Publications (1)

Publication Number Publication Date
JPH04303385A true JPH04303385A (en) 1992-10-27

Family

ID=13983339

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8989091A Pending JPH04303385A (en) 1991-03-28 1991-03-28 Overload preventing device

Country Status (1)

Country Link
JP (1) JPH04303385A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0789694A (en) * 1993-09-21 1995-04-04 Sumitomo Constr Mach Co Ltd Safety device for crane
JP2013177230A (en) * 2012-02-28 2013-09-09 Tadano Ltd Load detecting device of crane
JP2017178502A (en) * 2016-03-29 2017-10-05 Ihi運搬機械株式会社 Crane overload prevention system and structure construction method using crane overload prevention system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0789694A (en) * 1993-09-21 1995-04-04 Sumitomo Constr Mach Co Ltd Safety device for crane
JP2013177230A (en) * 2012-02-28 2013-09-09 Tadano Ltd Load detecting device of crane
JP2017178502A (en) * 2016-03-29 2017-10-05 Ihi運搬機械株式会社 Crane overload prevention system and structure construction method using crane overload prevention system

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